CEE 604 Constitutive Modeling of Frictional Materials
Brief overview of 3-D soil behavior, simple, hyperbolic, and rigid-plastic constitutive models for soils, Cam Clay model, stress-dilatancy theory, models for elastic behavior, general framework of work-hardening plasticity theory, associated versus non-associated plastic flow, double hardening and single hardening models, incrementalization procedure, large stress reversals, and rotational kinematic hardening models. Prerequisite: CE 504 or permission of instructor.